Item Superimposed Dead Load (Typical) Live Load Superimposed Dead Roof Deck Load (Typical) Live Load 1st and 2nd floor Member For the structural plan attached, a. b. c. Hint: B1 82 Notes: 1. For simplicity, neglect self-weight of concrete slab B3 G1 G2 C1 C2 Design Loadings Application Slabs Slabs Slabs Slabs Value 4 3 2 3 4 4 4 Value 4 8 means pinned means continuous Assume all members have the same stiffness (same El) for simplicity 4 6 Unit kN/m kN/m kN/m kN/m kN/m kN/m kN/m Unit kPa kPa kPa kPa Determine the factored bending moment (LRFD) to be used in the design of Beam B1 in kNm. Determine the factored shear force (LRFD) to be used in the design of Girder G2 in N. Determine the factored axial load (LRFD) to be used in the design of Column C1 in kN. C2 C1 8 5 C1 B3 1 B2 + B1 + B2 C2 C1 C1 GROUND FLOOR FRAMING PLAN I 5 C2 2 C1 8 G C1 G 1 B2 + B1 + B2 1 B3 C2 C1 C1 I SECOND FLOOR AND ROOF DECK FRAMING PLAN 5 5

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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Design Specifications
1st and
2nd floor
Member
Roof Deck Load (Typical)
Live Load
Item
Superimposed Dead
Load (Typical)
Live Load
Superimposed Dead
a.
b.
C.
For the structural plan attached,
Hint:
Self-weight
B1
B2
Notes:
1. For simplicity, neglect self-weight of concrete slab
B3
G1
G2
C1
C2
Design Loadings
Application
Slabs
Slabs
Slabs
Slabs
Value
4
3
2
3
4
4
4
Value
4
means pinned
means continuous
Assume all members have the same stiffness (same El) for simplicity
8
4
6
Unit
kN/m
kN/m
kN/m
kN/m
kN/m
kN/m
kN/m
Unit
kPa
kPa
kPa
kPa
Determine the factored bending moment (LRFD) to be used in the design of Beam B1 in kNm.
Determine the factored shear force (LRFD) to be used in the design of Girder G2 in kN.
Determine the factored axial load (LRFD) to be used in the design of Column C1 in kN.
-I
T
C2
G2
C1
G1
C1
5000
B3
1
B2
B1
B2
C2
C1
∙H.
GROUND FLOOR FRAMING PLAN
C1
I
G2
H
G1
İ
8
C2
C1
G1
C1
5000
B3
1
B2
B1
+
B2
1
B3
.
C2
C1
I
C1
SECOND FLOOR AND ROOF DECK FRAMING PLAN
G1
G1
Transcribed Image Text:Design Specifications 1st and 2nd floor Member Roof Deck Load (Typical) Live Load Item Superimposed Dead Load (Typical) Live Load Superimposed Dead a. b. C. For the structural plan attached, Hint: Self-weight B1 B2 Notes: 1. For simplicity, neglect self-weight of concrete slab B3 G1 G2 C1 C2 Design Loadings Application Slabs Slabs Slabs Slabs Value 4 3 2 3 4 4 4 Value 4 means pinned means continuous Assume all members have the same stiffness (same El) for simplicity 8 4 6 Unit kN/m kN/m kN/m kN/m kN/m kN/m kN/m Unit kPa kPa kPa kPa Determine the factored bending moment (LRFD) to be used in the design of Beam B1 in kNm. Determine the factored shear force (LRFD) to be used in the design of Girder G2 in kN. Determine the factored axial load (LRFD) to be used in the design of Column C1 in kN. -I T C2 G2 C1 G1 C1 5000 B3 1 B2 B1 B2 C2 C1 ∙H. GROUND FLOOR FRAMING PLAN C1 I G2 H G1 İ 8 C2 C1 G1 C1 5000 B3 1 B2 B1 + B2 1 B3 . C2 C1 I C1 SECOND FLOOR AND ROOF DECK FRAMING PLAN G1 G1
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ISBN:
9781337094740
Author:
Segui, William T.
Publisher:
Cengage Learning